| 摘要 |
PROBLEM TO BE SOLVED: To solve the problem of being difficult to secure cross-sectional performance of a girder in a conventional joining method, in a joining structure of a reinforced concrete member and a steel frame member, in the present invention.SOLUTION: The joining structure of the reinforced concrete member and the steel frame member is provided so that in a joining part of the beam central side steel frame member 1 and the beam end part side reinforced concrete member 2, the joining part is integrated via a boundary plate 4, and a main reinforcement in the reinforced concrete member is divided into a first stage reinforcement and a second stage reinforcement, and the first stage reinforcement 2a in the reinforced concrete member is fixed to the boundary plate 4 by a fixing member 5 by penetrating at least its joining side end part through a through-hole of the boundary plate 4. |
